NC0006033_Wasteload Allocation_19890605

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO 0(,0033
FACILITY NAME: _jf5
r6
Facility Status: � EXISTM@) PROPOSED
--
(circle one)
Permit Status: ER 4141�ON UNPERN ED
(circle one)
MaJor wtnor
Pipe No: 00/
Design Capacity (MGD): D
+►
Mod!.JZ
Date Rec.
s i
J
Drainage Area (mid) (/.3`5- Avg. Streamflow (cfs): m
7Q10 (cfs) Winter 7Q10 (cfs) 'aL 30Q2 (cfs)
raw
Toxicity Limits: IWC X (circle ono) Acute /Chronic
Instream Monitoring:
Domestic (X of Flow):
Industrial (X of Flow):
C/�,W oe
Comments:
Laments: s-
Jh LIS�y/i. o iMA.e w owAdaf22w Le�Ir,
RECEIVING STREAM: /[ni �4. &It6
Class: W 5 — 777
Sub -Basin: 03 040-34
Referents U /SGS Quad: G /4 (please attach)
County:
Regional Office: As Fa �9 Ra Wa Wf WS
(circle one) .
Requested By: Date:
Prepared R- Date:
Reviewed By: �&60 JIZRL'l Date:
Parameters L042 lure PCOI !1>llrurm 70 erxviu li
Upstream Location Shr m orou &//
Downstream Location f}rmcS}YGnG �/1GiC�
Effluent
Characteristics
zJbLji
it lay
SODS Ubb
6-62,
IL
6P7A-
CC!)Obld
347�
-/399
(a, aPT
TSS Obld)
Zq
All?
r,ek
r
F. Col. (/100ml)
/goo
pH (SU)
0-g
B%-)I )
;o{rAl db
U,5
8,9
a
lPhenol5 f lbl d
o,7 =
Zl u
.P l

FOR APPROPRIATE DISCHARGERS. LIST COMPLETE GUIDELINE LIMITATIONS BELOW
///a/,,� 64IJ/66-0
Effluent Characteristics
Monthly
DailyAverage Maximum
Comments
D5
oS.12.6
11
39 5
U.
T33
8. 9/
j
Type of Product Produced
Lbs/Day Produced
gbCce Effluent Guideline Reference 4�� 4/D
417")-
3% 501)
43 6 40
-
4 10. `l0cr
�SP7-)
(aPT�
(BPS

Request Ho^: 5150
—... .... .... ------- WASTELOAD ALLOCATION FORM -~---------------
»�C.
FaciIiiy Name: JPS �utomotive Products Cnr�UN
^�n�
NPDES No,: NC0006033 -,�^��xvv-^w^N� -°
ox,
Type c.�f Waste: 79% Industrial (Textile} �zwpUxmr
Status: Existing1,,dificatic'n "'AA ^ � H �nn
Receiving Stream: S.F. Catawba River , '"v�
Classificatior: WIII OF
Subbasin: 030836 �ranage i
County: Gason Summer 7Q I0���
Regiola Office: 1, 1RUl Win+efr 7O!0: ��0
Reques'ur: Lula Uarris A;erage flow: 81O cfs
Date of Request: 2/2Ic 3/2 cfs
Quad: G14NE
---~---------------- RECOMMENDED EF FiUENT LI mIT� -----------'---`---------
R�comsend Recommend
Mu.Avg. Dly Max
Wasteat low (mgU4.0
BOD5 <lb/d>: 304 53� EL,8PT 249
COD lb/d): 3747 7399 EL,BPT WWI
Sul1�ide (lb/d): G.7 17.R EL. OPT �7
EL,JFT 77o
Total Chromum (lb/l}: 4.5 8.9 EL'GPT
Phenols (lb/d ug/l 0.7 21 ug/l WQ
pH
Fecal Colifsrm (#/100 ml>: 10Sr.) WO mpn
Toxicity Testing See Attarhed
--------------------------- MOM1TORI1N',G Upstream Y (y/N): Y Loc�tion: Dridlge just opstream of outfall
Downstream (Y/N): '( Location: Upper Armstrong Bridge
-------------~~-------------- COMMENTS 171F
E instream monitoring 1,or temperature, fecal c&liform, DO� [�ODD �
and conductivity �
^ ����U���)
MAR 21 198
---- _-------- -.
Recommended by: _.... ..... .... __�____�
Reviewed by
Tech Support Supervisor: _ _ _____ Date: _31
cl�
Regional Supervisor: _ Date:
Permits & Engineering: ____ Date:
RETUR� TO TECHNICAL SER;ICES BY:

Facility Name - )9,5 Aufhaxshye- Qndurt% r ro_ Permit # &Qb0i foa3
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarterly monitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after thirty days from
issuance of this permit during the months of MaC S . Effluent
sampling for this testing shall be performed at the RPDES permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any sin ale quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 125 cfs
Permited Flow 14.0 MGD
IWC% 4.?
Basin & Sub -basin 5IA31.
Receiving Stream -5.r. l River
County &*A
Recommended by:
�?ulk
C - Oad-
Date ?
**Chronic Toxicity (Ceriodaphnia) P/F at kJ,? %„ nta(3un ozo DeL, See Part 3_, Condition iS .

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3l-7189

l b, S�al� oa w5nz Lti I3/a m; up.�tclA,
South Fork Catawba River at McAdenville of dixho y- )
The South Fork of the Catawba River flows into Lake Wylie near Belmont, in
Gaston County. The river at the McAdenville site (upstream of the lake) is a
wide (40 meters) and fairly deep (maximum depth of 1.5 meters) piedmont river
with a substrate composed mostly of sand and grave;. The river at this point
receives effluent from several textile plants and WWTP's. Average conductivities
for 1985 were much higher at this location (143 umhos/cm) than they were at an
upstream BMAN site at Startown (72 umhos/cm) for the same time period.
Taxe richness of benthic macroinvertebrates were very low (55/16), suggest-
ing a Fair bioclassification using criteria for piedmont rivers. Very few taxa
(3) were abundant: a tolerant mayfly (Tricorvthodes) and two very tolerant
chironomids (Cricotoous bicinctus and Polvoedilum illinoense). This community
indicates some instream toxicity.
�m iG 3rrl�nl Daa AeweAJ
Aq-eO(renf rCwrel?r 5-ve L)Orearn 1ahyoical khan vah.16 o` exce/�enf d rz� ca�c
13,95'(O i iahl) uv�'eczm 13 lsfe�[ Co parr
-31-

%%,091 Y.11:a
Mop Station
No. Mo. Station Location
Table A-3
Cheadcal Biological
Strestn Rating Classification
Classification Miles 1986 87 1986 1987
C-1
Catawba River at SR-1273, McDowell Co.
C
7.5
-
Cond
Cr2
02137513
Catawba River near Old Fort, I 40
C
0.1
NS
Cood{air
CC3
Catawba River at 9t-1234. McDowell Co.
C
2.6
-
Cord -Fair
C-4
02137727
Catawbe River near Pleasant (hrders, SR-1221
C
7.3
hS
Gmd-Fair
C-5
Claris Creek at M-1227. MDwe11 Co.
%-III Tr
1.7
-
Coos
C-6
oati Creek below Old Fort WWT
kS-III N
3.2
-
Poor
C-7
Mackey Credo froi source to Catawba River
C
1.5
-
-
C-8
0213M
Linville River near Nebo. NC Hwy 126
B
6.9
PS
-
C-9
02139036
Catawba River near Glen Alpine, SR-1147
VS-111
17.7
PS
-
0-10
North Mddy Creek at SR-1750, MLbwell Co.
C
16.9
-
Grad -Fair
C-11
Ccpemitg Creek at SR-1819, WDcwell Co.
C
4.7
-
Fair
C112.
Copemvg Credo at SR-1794, MDowell Co.
C
1.0
-
Fair
C-13
0213975ESO
High Shmols Credo at Dysartsville
C
2.6
PS
-
0-14
Little Fork near W Ray 181. Burke Co.
C Tr
3.1
-
Fsellmt
C-15
Beck Greek, from aamce to Irish Creek
IS-111
2.9
_
_
0-16
Lick Branch from aerate to Johns River
B
0.6
-
-
C-17
02140304
Wilson Creek near Gregg. lS Hwy 221
B Tr
14.3
S
Coal
C-18
Wilson Creek near B%mmt, SR-1358
B Tr
8.8
-
15kcellent
G19
Harper Creek, from source to Wilson Credo
C Tr
9.0
-
-
0-20
021ZC4272D
Math Harper Creek near Kawera. USFS 058
C Tr
6.1
S
Rkcellent
G-21
02141245
Lair Creek near Morplmton. SR-1501
C
21.9
S
-
F-' C-22
Hoyle Creek from sauce to Catawba River
C
3.3
-
-
wC-23
Ur Catawba River from sauce to Cstambe River
C
2.0
-
-
C-24
02142938
Catawba F-ver near Scoth Belmont
6S-111
3.8
S
-
C-25
02142000
Lower little R. or All Healing Springs, SR-1313
C
24.0
PS
-
C-26
02.14253830
Norwood Creek near Peet limbo, SR-1328
C
5.4
S
-
C-27
Big Branch from satiate to Hicks Creek
C
2.5
-
-
' C-28
02142648
Catawba River near Ricks Crossroad, W Hy 73
WS-17TT.
6.5
S
-
C-29
MDag11 Creek, sauce to Mountain Island Lake
C
6.3
-
-
C-30
Car Creek, from sauce to Mountain Islad lake
WS-111
4,1
-
-
C-31
02142808
Catawba River near Thrift, NC Pray 27
WS-m
5.9
S
-
C-32
02142722D4
Dutclmens Creek at Mammin Island, SR-1918
C
8.4
PS
-
C-33
02142900
lag Creek near Paw Creek. SR-2342
C
15.3
PS
Cood-Fair
C-34
Uf Fites Creek, 4 ate abaue/blw Jedco4kghes
C
0.4
-
Poor
C-35
S Fork Catawba River near Staxtown. IC Ray 30
VS-72I
0.3
PS
Fair
1 �;:ni JP•jt 0-36
02145112
S Fork Catawba River at MAdenville. SR-20D3
NS-III
17.8
S
-
allym; .W C'37
02145442
S Fork Catawba River nr South Belaont, SR-2524
Wi-1.11
4.1
S
-
C-38
02143000
Harry Fork near Henry River, SR-1124
C
45.6
PS
Cocd-Fair
C-39
02143040
Jaccb Fork at Ptameey, SR-1904
WS-112 Tr
7.8
PS
-
040
Uf Wdte Oak Creek from sauce to U.O k Creek
WS3II Tr
1.5
-
-
C-4l
02143250
Clark Creek at Lincolntor. SR-1008
C
5.1
PS
-
C-42
02143500
Indian Creek near laboratory, SR-1252
C
7.2.
PS
Cad-Fnir
C-43
Ur Mnney Creek from sauce to K�smey Creek
C
0.8
-
-
C A
0211ADW
lmg Greek near Bessemer City, SR-1456
WS-ITI
13.3
NS
-
C,+d
lag Creek at Castaris
C
5.9
-
-
Cr46
02145524
Catawba Creek at W,-SC State Line.SR-2302
C
1.8
S
-
0-47
02145640
Ctewders Creek near Bawling Ckeen, SC
C
16.5
NS
-
C-48
Ur Ctcwd-m Creek from sauce to CroWers Ck.
C
1.5
-
-
G-49
AbemetFy .reek, above Lithimm Corp discharge
C
2.2
-
-
Fbm
jq%-i98-? k3Q56 FIeprE
Cood-Fair
Other Date
Rating basis Reference
-
PS
_
PS
Pscellent
Sr
_
PS
Ceo1
-
_
PS
-
PS
_
PS
Coed -Fair
-
_
PS
_
PS
_
IS
-
S
-
S
-
S
_
PS
Cad -Fair
PS
Coed -Fair
-
C"Od
rml-Fair
-
_
PS
Cmd-Fair
-
-
PS
_
pg
-
PS
Fair
-
t15,j)0.btl0y
sup7am 0 n 5
E AJO WCS.88
M Aq Tm, 87
E ARC) WCS, 88
P. FIiT WGS.88
M Mack Ch.88
M Aq Tom, 87
M VRC.88
M TEM Comp.
M Aq Tm. 87
M Aq Too, 87
M Mae Ca.88
M Mek Ch,88
H USCS.88
M WW'88
M KU Aq Tmk, 97
M Aq Tmk, 87
M Aq Tok, 87
M rm, F6-87
M Aq Tax, 97
E ARD WCS, BB
M Aq Tuc. 87
Overall
Assessae:t
Cayes
Seerees
Dating
Feral, Ip
Fecal
TSS, Fecal
W. 75n. Tak. Ni
Std, Ni
Ni
Sad
As
Sad, Fecal
Tm
Sad, Pesticides
Seri
Feral. BT, Sad
Too. N, 7n
Fecal
Tm
As
Feral, T1ab
F9
7lub
M.b
T1nrb, P, Tm
Taub, P
Ch
Zn. Ph. Tap. T b
Tart
a
Tarb, P
Tak
Feral, Thrh
Or. Ni
P. Tm
Fecal, DO, MO
Tau
P
I
P
Pjp
P
F
P
P
N?
p
Pe,nl
Wyiar`t

38 _ 344
26 27
If 1
t It 1 ' t1111iJIN 11 f
• � I/I11N 11 It f tl { �.
I f t t
11 It i11 f{r
e r M It
! i11 tf
of to
LA
PNMI
i111
r f u Is
Maw-
_29
j rpr-7rj� k
62
AOL-
too
WIVE
��!` ter ��,►
69
52
• i
••
•
Figure
1 b. River Basin.
(Lower Catawba Drainage

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PlICif:I�� DATA: 89041495-+ #1 SCAFIS 00 TO 650
V 5,"C, 7 J9 16 : 41 : 01,) C AL I : l'0041499 #?
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CONDS.:
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M I DR I r DATA: 89041499 # 1 SCANS '2500 TO '2 7 00
ti 5. 0 7 %09 1 F : 47: 00 CAL I : 89041499 #
SAMPLE: 1:1 ABN 904145+3
Cnf IL�' i l�L ��f.1 DF-5
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MID MASS SPECTRUM
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